C04c_FR 78 Dogway Bridge Replacement Plans.pdf

PROJECT LOCATION

PROJECT SITE

PROJECT LOCATION:

SHEET OF

United States Department of Agriculture Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 TITLE SHEET 4/11/2025

C-02 DESIGN DATA & GENERAL NOTES 3/21/2025

C-03 QUANTITIES & GENERAL NOTES 4/11/2025

C-04 TEMPORARY TRAFFIC CONTROL PLAN 3/21/2025

C-05 TYPICAL SECTIONS 3/21/2025

C-06 DEWATERING PLAN 3/21/2025

C-07 PLAN OF SITE 3/21/2025

C-08 PROFILE OF SITE 3/21/2025

C-09 PLAN OF STRUCTURE 3/21/2025

C-10 RIVER PROFILE 3/21/2025

C-11 ABUTMENT PLAN 3/21/2025

C-12 STRUCTURE DETAILS 4/11/2025

C-13 EXCAVATION AND BACKFILL PLAN 3/21/2025

C-14 SLOPED END CURB TERMINAL DETAILS 3/21/2025

C-15 REINFORCEMENT & MISCELLANEOUS DETAILS 3/21/2025

C-16 SOIL BORINGS 3/21/2025

C-17 - C-19 CROSS SECTIONS 3/21/2025

FROM THE WV-39 W / PUBLIC ROAD 232 INTERSECTION WEST OF

RAINTOWN, WEST VIRGINIA HEAD NORTH ON PUBLIC ROAD 232 FOR 9.0

MILES TO THE BRIDGE LOCATION.

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EASTERN REGION

MONONGAHELA NATIONAL FOREST - GAULEY RANGER DISTRICT

WEBSTER COUNTY

WEST VIRGINIA

FR 78-0.39 LOWER DOGWAY FORK

STRUCTURE REPLACEMENT

STRUCTURE NUMBER:092102000036149 (LAT 38.2566, LONG -80.3761)

PROPOSED STRUCTURE DESCRIPTION:

71.5 FOOT (OVERALL LENGTH) SINGLE SPAN STEEL STRINGER

BRIDGE WITH A TIMBER NAIL-LAM DECK, CONCRETE

ABUTMENTS AND STEEL H-PILE FOUNDATIONS.

DESIGN SPEED: 25 MPH

AADT: <100

RECOMMENDED BY:

FOREST ENGINEER

DISTRICT RANGER

DATE

APPROVED:

R9 DIRECTOR OF ENGINEERING DATE

DATE

FOREST SUPERVISOR DATE

R9 BRIDGE PROGRAM MANAGER DATE

PROJECT

LOCATION

FR 76

DOGWAY FORK

TO DYER

CRANBERRY RIVER

FR 78

4/14/2025

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 1/2

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EASTERN REGION

FR 78-0.39

LOWER DOGWAY FORK

STRUCTURE REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

DESIGN DATA &

GENERAL NOTES

3/21/2025

C.SMITH

J.ALLEN

G.JUNTTILA

U28-04493

C-02

19 2

GENERAL NOTES:

EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS OR IN THE SUPPLEMENTAL SPECIFICATIONS, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE FHWA STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND

BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14.

THE PROPOSED IMPROVEMENTS COVERED BY THESE PLANS ARE IN ACCORDANCE WITH:

AASHTO "GUIDELINES FOR GEOMETRIC DESIGN OF VERY LOW-VOLUME LOCAL ROADS", 2ND EDITION, 2019

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION, 2020

FSH 7709.56b TRANSPORTATION STRUCTURES HANDBOOK (USDA FOREST SERVICE)

THE EXISTING STRUCTURE SHALL BE CHECKED AT THE TIME OF STARTING CONSTRUCTION TO SEE THAT ITS RELATIONSHIP TO THE PROPOSED WORK IS AS SHOWN ON THESE PLANS AND ANY DIFFERENCES REQUIRING CHANGES IN THE NEW WORK SHALL

BE REPORTED TO THE FOREST SERVICE CONTRACTING OFFICER REPRESENTATIVE.

THE WORK COVERED BY THESE PLANS INCLUDES REMOVAL OF THE ENTIRE EXISTING VENTED FORD STRUCTURE, INSTALLATION OF THE NEW BRIDGE AS SHOWN HEREIN, STREAMBED RECONSTRUCTION, CONSTRUCTION OF THE APPROACHES TO THE LIMITS

SHOWN, SLOPE RESTORATION AND RIPRAP.

THE ROAD WILL BE CLOSED AND A DETOUR ROUTE IS NOT POSSIBLE. THE EXISTING STRUCTURE IS CURRENTLY CLOSED TO

PUBLIC TRAFFIC.

THE STATIONING AS SHOWN ON THESE PLANS FOR REFERENCE POINTS "A" AND "B" ARE BELIEVED TO BE CORRECT. IT SHALL, HOWEVER, BE CHECKED AT THE TIME OF STARTING CONSTRUCTION, AND IF THE STATIONING SHOWN ON THE PLANS IS INCORRECT, IT SHALL BE REPORTED TO THE FOREST SERVICE CONTRACTING OFFICER REPRESENTATIVE.

THE CONTRACTOR SHALL COORDINATE ALL OF THEIR WORK AND ANY UTILITY COMPANIES RELOCATION WORK AT NO

ADDITIONAL COST TO THE PROJECT.

FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174, THE CONTRACTOR SHALL DIAL "811" A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT

BE A PART OF THE "WEST VIRGINIA 811" ALERT SYSTEM.

ALL EXPOSED CONCRETE CORNERS SHOWN ON THE PLANS SHALL BE BEVELED WITH 3/4" TRIANGULAR MOLDINGS EXCEPT AS

NOTED OTHERWISE.

UNLESS SHOWN OTHERWISE ON THE PLANS, PROVIDE MINIMUM CONCRETE CLEAR COVER FOR REINFORCEMENT ACCORDING TO

THE FOLLOWING:

CONCRETE CAST AGAINST EARTH: 3 INCH

ALL OTHER, UNLESS SHOWN ON THE PLANS: 2 INCH

HYDRAULIC DATA:

100 YEAR FREQUENCY

DRAINAGE AREA..............................................................................................................................................................................9.60 SQ MI

Q100.....................................................................................................................................................................................................1810 CFS

VELOCITY THRU STRUCTURE.........................................................................................................................................................11.08 FPS

BRIDGE OPEN AREA THRU STRUCTURE.................................................................................................................................342.23 SQ FT

FLOW AREA THRU STRUCTURE................................................................................................................................................164.67 SQ FT

HIGH WATER ELEVATION...............................................................................................................................................................2944.59 FT

SCOUR CRITICAL CODE

DESIGN DATA:

LOAD RATING (RATING FACTORS):

HL-93 (FEDERAL)

INVENTORY RATING (STRENGTH I, FLEXURE)......................................................................................................................................1.39

OPERATING RATING (STRENGTH I, FLEXURE)......................................................................................................................................1.81

LEGAL

OPERATING RATING (SERVICE II, FLEXURE)(WV-SU45)......................................................................................................................1.76

NOTE: THE LOAD RATING DOES NOT INCLUDE A FUTURE WEARING SURFACE.

LIVE LOAD DEFLECTION DOES NOT EXCEED 1/500 OF THE SPAN LENGTH.

BRIDGE CURB IS CRASH TESTED FOR MASH TL-1.

DEAD LOAD:

THE BRIDGE RAILING LOAD = 39 PLF (PER SIDE).

ULTIMATE DESIGN STRESSES:

STRUCTURAL CONCRETE CLASS AE:

SUBSTRUCTURES (ABUTMENTS AND WINGWALLS)...............................................................................................f ' c = 4,500 PSI

STEEL REINFORCEMENT .................................................................................................................................................................fy = 60,000 PSI

GENERAL NOTES:

WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXPECTED WATER LEVELS DURING CONSTRUCTION.

NO MATERIAL SHALL BE ALLOWED TO ERODE INTO THE WATER COURSE, NOR SHALL MATERIAL BE PLACED INTO THE WATER COURSE EXCEPT AS SHOWN ON THESE

PLANS.

ALL EQUIPMENT SHALL BE CLEANED ACCORDING TO THE SPECIFICATIONS PRIOR TO USE ON THIS PROJECT. CONTRACTOR SHALL MAKE EQUIPMENT AVAILABLE FOR

INSPECTION PRIOR TO MOBILIZATION ONTO FS LANDS.

THE CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE FOREST SERVICE CONTRACTING OFFICER REPRESENTATIVE IF HERITAGE RESOURCES OR

HUMAN REMAINS ARE ENCOUNTERED.

NO WORK SHALL BE PERFORMED ON FEDERAL HOLIDAYS OR WEEKENDS WITHOUT PRIOR APPROVAL FROM THE FOREST SERVICE CONTRACTING OFFICER

REPRESENTATIVE.

THE CONTRACTOR SHALL PERFORM ALL IN-STREAM WORK DURING LOW-FLOW SEASON (JULY 1ST TO OCTOBER 1ST).

CONTRACTOR SHALL NOTIFY THE FOREST SERVICE 14 DAYS IN ADVANCE BEFORE BEGINNING WORK AND DEWATERING TO ALLOW THE FOREST SERVICE TIME TO

INSTALL FISH NETS, SHOCK FISH, AND RELOCATE.

ALL TREES TO BE CUT BY FOREST SERVICE PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL NOT PERFORM ANY TREE CUTTING. CONTRACTOR SHALL STILL PERFORM CLEARING AND GRUBBING WHERE NECESSARY AS NEEDED FOR BUT NOT LIMITED TO STUMP REMOVAL, FELLED TREE REMOVAL, BRUSH REMOVAL, ETC.

THE BRIDGE CROSSING SHALL BE PASSABLE DURING THE WINTER SHUTDOWN PERIOD.

SILK SOCK IS TO BE SUBMITTED AND APPROVED BY CO PRIOR TO INSTALLATION.

CONSTRUCTION NOTES:

TIMBER DECK PANELS ARE MARKED IN THE SHOP FOR USE IN FIELD PLACEMENT OF THE PANELS ON THE GIRDERS, e.g. A1, B1, C1 FOR SPAN 1.

PLACE PANELS AS SHOWN ON SHOP DRAWINGS.

ALL HOLES DRILLED IN THE FIELD WHERE SPIKES ARE USED ARE TO BE 1/16" SMALL THAN THE SPIKE SIZE.

ALL HOLES DRILLED FOR BOLTS ARE TO BE 1/16" LARGER THAN BOLT SIZE.

HOLES DRILLED FOR 3/4" LAG BOLTS ARE TO BE 9/16" IN DIAMETER FOR THE THREADED PORTION OF THE BOLT AND 13/16" FOR THE SHANK.

ANY NUT OR MACHINE BOLT HEAD IN DIRECT CONTACT WITH TIMBER TO HAVE ON PLATE WASHER BETWEEN NUT & TIMBER, AND BOLT HEAD &

TIMBER.

ANY NUT OR MACHINE BOLT HEAD IN DIRECT CONTACT WITH STEEL TO HAVE ONE CUT WASHER BETWEEN NUT & STEEL, OR BOLT HEAD & STEEL.

SET THREADS ON ALL BOLTS AT NUT WITH A CENTER PUNCH AFTER TIGHTENING.

ABUTMENTS TO BE BACKFILLED WITH CLEAN GRANULAR FILL PER PLAN.

ALL TIMBER CUT OR DRILLED IN THE FIELD SHALL BE TREATED WITH COPPER NAPHTHENATE.

ALTHOUGH ALL PRACTICAL PRE-FRAMING WILL BE DONE PRIOR TO TREATING, SOME CUTTING & DRILLING WILL BE REQUIRED IN THE FIELD.

IF GALVANIZED FASTENERS ARE CUT OR DAMAGED IN THE FIELD, THEY SHALL BE REPLACED OR TOUCHED UP WITH COLD GALVANIZING COMPOUND AT THE DISCRETION OF THE FOREST SERVICE CONTRACTING OFFICER REPRESENTATIVE.

MATERIAL & FABRICATION NOTES:

MILD REINFORCEMENT:

ALL MILD REINFORCING STEEL SHALL BE GRADE 60, DEFORMED BILLET STEEL AND SHALL BE EPOXY COATED EXCEPT WHERE NOTED. ALL UNCOATED REINFORCING SHALL MEET THE REQUIREMENTS OF AASHTO M31. ALL EPOXY COATED REINFORCING SHALL MEET THE REQUIREMENTS OF AASHTO M284, EXCEPT WHERE AMENDED BY SECTION 433 OF THE STANDARD SPECIFICATIONS. ALL TENSION LAP SPLICES SHALL BE A CLASS B, CONTACT TYPE.

ELASTOMERIC BEARING PADS:

ALL BEARING PADS SHALL MEET THE APPLICABLE REQUIREMENTS AS SET FORTH IN SECTION 14.7.6 OF THE AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, 2020 EDITION WITH CURRENT INTERIMS. THE ELASTOMER MATERIAL SHALL BE 50 DUROMETERS (MIN.) WITH A MINIMUM LOW

TEMPERATURE GRADE OF 3 (ZONE C).

WELDING:

TACK WELDING OF REINFORCEMENT IS NOT PERMITTED. REINFORCING CAGES AND LONGITUDINAL STEEL SHALL BE ADEQUATELY TIED WITH APPROVED MEANS TO PREVENT RACKING AND MISALIGNMENT. ALL WELDING OF FABRICATED ITEMS, AS SHOWN IN THESE PLANS SHALL BE IN

ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF AASHTO/AWS D1.5, 2002.

SHOP DRAWINGS:

THE FABRICATOR SHALL BE RESPONSIBLE FOR THE PREPARATION OF SHOP DRAWINGS FOR THE TIMBER DECK, TIMBER RAILING, STEEL

STRINGERS, AND STEEL DIAPHRAGMS IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.

ABBREVIATIONS (PLAN):

LPSM - LUMP SUM

LNFT - LINEAR FEET

CUYD - CUBIC YARD

SQYD - SQUARE YARD

EA - EACH

LBS - POUNDS

EX - EXISTING

PROP - PROPOSED

NTS - NOT TO SCALE

TYP - TYPICAL

CL - CENTER LINE

CIP - COMPACTED IN PLACE

P.O.B. - POINT OF BEGINNING

P.O.E. - POINT OF ENDING

REF PT - REFERENCE POINT

OHWM - ORDINARY HIGH WATER MARK

OBS WSE - OBSERVED WATER SURFACE ELEVATION

Q100 WSE - 100 YEAR FLOOD WATER SURFACE ELEVATION

F.F. - FRONT FACE

B.F. - BACK FACE

SPA - SPACES

ABUT - ABUTMENT

PL - PLATE

GALV - GALVANIZED

U.N.O. - UNLESS NOTED OTHERWISE

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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EASTERN REGION

FR 78-0.39

LOWER DOGWAY FORK

STRUCTURE REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

QUANTITIES &

GENERAL NOTES

4/11/2025

C.SMITH

J.ALLEN

G.JUNTTILA

U28-04493

C-03

19 3

SPECIFICATIONS:

ALL GRADING COMBINATIONS, AND SIZE REFER TO DOUGLAS FIR UNLESS SHOWN OTHERWISE ON THE PLANS. THE DESIGN VALUES FOLLOW LRFD BRIDGE DESIGN SPECIFICATIONS. THESE ARE THE MINIMUM REQUIREMENTS. OTHER SPECIES OR MATERIAL GRADES MAY BE USED WITH APPROVAL FROM THE FOREST SERVICE CONTRACTING OFFICER REPRESENTATIVE AND AT NO ADDITIONAL COST TO THE GOVERNMENT. IF ALTERNATE MATERIALS ARE UTILIZED, THE CONTRACTOR SHALL PROVIDE AN ACCOMMODATING LOAD RATING.

GRADING:

ALL DOUGLAS FIR-LARCH TO BE GRADED PER WCLIB STANDARD GRADING RULES. SOUTHERN PINE TO BE GRADED PER SPIB.

MATERIAL & TREATMENT:

TIMBER PRESERVATION TREATMENT SHALL BE IN ACCORDANCE WITH CURRENT STATE AND/ OR AASHTO SPECIFICATIONS. ALL TIMBER SHALL BE

TREATED WITH COPPER NAPHTHENATE HYDROCARBON SOLVENT A, PER AWPA, UC4C (MINIMUM).

REFERENCE DESIGN VALUES SHOWN ARE PER AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION, 2020 (U.N.O.)

DECK TO BE 6" DOUGLAS FIR-LARCH, NO.1 & BETTER (> 2 INCH WIDE) S1S. REFERENCE DESIGN VALUES (KSI): Fbo = 1.20, Fvo = 0.18, Eo = 1,800

CURB POST TO BE DOUGLAS FIR-LARCH, DENSE SELECT STRUCTURAL (POSTS AND TIMBERS). REFERENCE DESIGN VALUES (KSI): Fbo = 1.75, Fvo = 0.17, Eo = 1,700

CURB RAIL TO BE DOUGLAS FIR, COMB. SYMBOL 24F-V8, DF/DF. REFERENCE DESIGN VALUES (KSI): Fbxo = 2.40, Fbyo = 1.55, Fvxo = 0.265, Fvyo = 0.23, Exo = 1,800, Eyo = 1,600

FULL WIDTH TIMBER WEARING SURFACE SHALL BE UNTREATED WHITE OAK OR RED OAK.

ANY TREATED TIMBER MATERIALS WITH IMPERFECTIONS OR DAMAGE COMPROMISING THE PRESERVATIVE ENVELOPE, OTHER THAN LOCATIONS SPECIFICALLY CALLED OUT AS FIELD CUT OR FIELD DRILLED, WILL BE REJECTED AND SHALL BE REPLACED AT NO ADDITIONAL COST TO THE

GOVERNMENT.

ALL TIMBER IS ROUGH UNLESS OTHERWISE NOTED.

MISCELLANEOUS:

ALL TIMBER TO BE CUT EXACT LENGTH, DRESSED TO SIZE REQUIRED AND ALL PRACTICAL FRAMING TO BE DONE PRIOR TO TREATMENT.

ALL DECK PLANKS SHALL BE PREDRILLED PRIOR TO TREATMENT.

ALL PLANK FOR DECK PANELS SHALL BE PRECISION END TRIMMED TO LENGTH WITH 1/4" UNDERLENGTH & NO OVERLENGTH TOLERANCE

PERMITTED.

DECK PANELS SHALL BE ASSEMBLED WITH 3/8" DIAMETER RING SHANK DOWELS. ALL DOWELS ARE TO BE SIMULTANEOUSLY DRIVEN WITH EQUAL FORCE USING A MECHANICAL PRESS. ENSURING ALL HEADS ARE FLUSH WITH THE SURFACE OF THE TIMBER PLANK. MULTIPLE IMPACT TOOLS ARE

NOT TO BE USED TO SET DOWELS BECAUSE OF POTENTIAL FOR WOOD FIBER RUPTURE.

CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR BRIDGE BEAMS, DIAPHRAGMS, DECK AND RAILING/CURB. ALL SUBMITTALS SHALL BE

REVIEWED AND APPROVED BY THE FOREST SERVICE PRIOR TO INSTALLATION.

DECK PANELS WILL BE DELIVERED TO JOBSITE AFTER BEING FULLY ASSEMBLED AT FABRICATION PLANT.

ALL HARDWARE FOR TIMBER CONNECTIONS TO MEET ASTM A307-97 GALVANIZED TO F2329 (A153). ALL HIGH STRENGTH HARDWARE FOR RAILING CONNECTIONS TO MEET ASTM F3125 GRADE A325 TYPE 3 OR GRADE A449 GALVANIZED TO A153.

STAINLESS STEEL ANCHOR BOLTS SHALL BE A193 GRADE B8M.

ALL BOLTED STEEL CONNECTIONS SHALL BE MADE WITH A325 TYPE III BOLTS.

STEEL BEAMS AND DIAPHRAGMS TO BE GALVANIZED TO A153.

MOBILIZATION15101 LPSM 1

ITEM NO. DESCRIPTION UNITS QUANTITY

SUMMARY OF PROJECT QUANTITIES

CONSTRUCTION SURVEY AND STAKING, METHOD 1, TOLERANCE CLASS C15201 LPSM

SILT SOCK15702 LPSM

REMOVAL OF OLD STRUCTURE, DISPOSAL METHOD A

20408 LPSM

RIPRAP, CLASS VI, MACHINE PLACED25101 CUYD

AGGREGATE BASE, GRADING D, COMPACTION METHOD B30103 TONS

TEMPORARY TRAFFIC CONTROL63501 LPSM

ROADWAY EXCAVATION, COMPACTION METHOD B20401 CUYD 125

CLEARING AND GRUBBING, DISPOSAL METHOD A20102 LPSM 1

STRUCTURE EXCAVATION20801 LPSM 1*

OBJECT MARKERS, BLACK AND YELLOW, TYPE 363306 EACH 4

UNDERDRAIN SYSTEM, 6 INCH60501 LNFT 104

TURF ESTABLISHMENT 62501 LPSM

EMBANKMENT, PLACEMENT METHOD 120411 CUYD 879

POST, STEEL, 3 LB63305 LNFT 44

STRUCTURAL CONCRETE CLASS AE55201 CUYD 94

EPOXY COATED REINFORCING STEEL55404 LBS 9036

FURNISH PILE DRIVING EQUIPMENT 55151 LPSM 1

STEEL H-PILE, FURN & DRIVEN55101 LNFT 448

BEARING DEVICE56401 EACH 8

STRUCTURAL BACKFILL20803 CUYD 398

LNFT 36

LPSM

CHECK DAMS15706 LPSM 1

TREATED STRUCTURAL TIMBER, DECK55704 LPSM 1

STRUCTURAL STEEL, W40X183, GALV, FURNISHED, FABRICATED AND ERECTED55501 1*

REMOVAL OF STREAM DEBRIS

20305 LPSM 1

DEWATERING20805 LPSM 1

PREBORING 55115 LNFT 416

JOINT SEALING50202

ESTIMATED QUANTITIES:

* 20801 - STRUCTURE EXCAVATION - 459 CUYD

* 55501 - STRUCTURAL STEEL, W40X183, GALV, FURNISHED, FABRICATED AND ERECTED - 51215 LBS

(INCLUDES STRINGERS, DIAPHRAGMS, BRACKETS, AND HARDWARE)

STRUCTURAL STEEL, W40X183, PAINTED, FURNISHED, FABRICATED AND ERECTED55501 1*

ITEM NO. DESCRIPTION UNITS QUANTITY

SUMMARY OF OPTIONAL ITEMS - BID ALTERNATE 1

LPSM

BID INSTRUCTIONS - BID ALTERNATE 1:

ALTERNATE 1 - MODIFY PAY ITEM 55501. THIS ALTERNATE ITEM REPLACES GALVANIZED STRUCTURAL STEEL WITH PAINTED

STRUCTURAL STEEL.

NOTES:

A DETOUR ROUTE IS NOT AVAILABLE FOR THE PROJECT LOCATION.

ROADS ARE NORMALLY CLOSED TO THE PUBLIC, CONTRACTOR SHALL

MAINTAIN EXISTING ROAD CLOSURE IN ADDITION TO LOCAL CLOSURE

THROUGHOUT THE CONSTRUCTION PROCESS. ROADS ARE CLOSED AT

CRANBERRY GLADES (FR 102), CRANBERRY CAMPGROUND (FR 76), FR 78

AT CRANBERRY RIVER, AND GATE ON FR 232 WHICH ACCESSES FR 78.

TRAFFIC CONTROL PLAN KEY

SIGN

TYPE III BARRICADE

ROAD

CLOSED

MOUNTED

ON BARRICADE

FEET

ALL SIGNS, EXCEPT THOSE MOUNTED ON TYPE III BARRICADES SHALL

BE MOUNTED ON DRIVEN POSTS AT A 7 FOOT BOTTOM HEIGHT.

ROAD

CLOSED

AHEAD

TRAFFIC CONTROL PLAN - ROAD CLOSURE

FR 78 OVER

DOGWAY

FORK

ROAD

CLOSED

AHEAD

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 1/2

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EASTERN REGION

FR 78-0.39

LOWER DOGWAY FORK

STRUCTURE REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

TEMPORARY TRAFFIC

CONTROL PLAN

3/21/2025

C.SMITH

J.ALLEN

G.JUNTTILA

U28-04493

C-04

19 4

(2) TYPE III BARRICADES, LIGHTED

AT EACH END OF WORK ZONE

PROJECT

LOCATION

DOGWAY FORK

FR 78

FR 76

CRANBERRY RIVER

BRIDGE IS

CURRENTLY CLOSED

TO ALL TRAFFIC

TO DYER

PUBLIC ROAD 232

LOCKED FOREST SERVICE GATE

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 1/2

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EASTERN REGION

FR 78-0.39

LOWER DOGWAY FORK

STRUCTURE REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

TYPICAL SECTIONS

3/21/2025

C.SMITH

J.ALLEN

G.JUNTTILA

U28-04493

C-05

19 5

SCALE: NTS

EXISTING TYPICAL SECTION (STA 6+50 - STA 9+62.70)

SCALE: NTS

EXISTING BRIDGE SECTION

VARIES

EX BASE - GRAVEL/ SILTY SAND

(VAR.)

17.70' PAY LIMITS OF AGGREGATE BASE,

GRADING D, COMPACTION METHOD B

SCALE: NTS

PROPOSED TYPICAL SECTION (STA 6+50 - STA 9+64.50)

8.0'

16.0'

AGGREGATE BASE,

GRADING D, COMPACTION

METHOD B

(6")

EXISTING

GROUND

TURF ESTABLISHMENT

(TYP)

1:3 OR MATCH

4.0%4.0%

ROADWAY EXCAVATION,

COMPACTION METHOD B

PLAN GRADE

SCALE: NTS

PROPOSED BRIDGE SECTION

8.0'

1:3

2.0'

2.0'

VARIES

EXISTING

GRADE

6.875' 6.875'

3-6" CONC

DECKING

13.75' DECK O-O

14.50' 6.50'

EMBANKMENT,

PLACEMENT METHOD 1

CLEARING AND GRUBBING,

DISPOSAL METHOD A

(ONLY MINIMUM AS REQUIRED

FOR CONSTRUCTION, TYP.)

1:2

18.416' DECK O-O

8.0' 8.0'

16.0' CLEAR ROADWAY

PLAN GRADE

FLATFLAT

EXISTING CONCRETE

SPILLWAY

EXISTING 24"x36"Ø x 14.50' CMP

CULVERTS ENCASED IN

CONCRETE (VENTED FORD)WATER SURFACE

(VAR.)

3"x12" TIMBER

WEARING SURFACE

PLANKS, FULL

WIDTH (TYP.)

6" THICK

TRANSVERSE

NAIL-LAM DECK WITH

SHIPLAP JOINTS

W40x183 (TYP.)

TL-1 TIMBER

RAIL/CURB

4.66' 4.66' 4.66'

SCALE: NTS

EXISTING TYPICAL SECTION (STA 10+37.70 - STA 12+25)

EX GRADE

VARIES

EX BASE - GRAVEL/ SILTY SAND

(VAR.)

VARIES

(VAR.)

SCALE: NTS

PROPOSED TYPICAL SECTION (STA 10+35.50 - STA 12+25)

8.0'

16.0'

AGGREGATE BASE,

GRADING D, COMPACTION

METHOD B

(6")

EXISTING

GROUND

1:3 4.0%4.0%

ROADWAY EXCAVATION,

COMPACTION METHOD B

PLAN GRADE

8.0'

1:3

2.0'

2.0'

EMBANKMENT,

PLACEMENT METHOD 1

CLEARING AND GRUBBING,

DISPOSAL METHOD A

(ONLY MINIMUM AS REQUIRED

FOR CONSTRUCTION, TYP.)

1:2

17.70' PAY LIMITS OF AGGREGATE BASE,

GRADING D, COMPACTION METHOD B

RIPRAP, CLASS I,

MACHINE PLACED

(INCIDENTAL)

SPILLWAY,

SAME WIDTH

AS DITCH BOTTOM

18"1:21:2

DITCH BOTTOM

6"

(AVERAGE)

FLOW1:6 1:6

SIDE VIEW SHOWING CHECK DAM @

SCALE: NTS

PROPOSED CHECK DAM DETAIL

1'-0" MIN.

1'-0" MIN.

4"

9.0' (VARIES)

EX GRADE

12.0' (VARIES)

8.0'

16.0'

AGGREGATE BASE,

GRADING D, COMPACTION

METHOD B

(6")

4.0%4.0%

PLAN GRADE

8.0'

STRUCTURAL

BACKFILL

SCALE: NTS

PROPOSED BRIDGE APPROACH SECTION

TL-1 TIMBER CURB

(EXTENDED TO ENDS OF

WINGWALLS)

STEEL RAIL POST

(W6x15)

PROPOSED

WINGWALL

NOTE:

TRANSITION CROSS

SLOPE TO MATCH

THE LEVEL

CONCRETE

BACKWALL

TURF ESTABLISHMENT

(TYP)

8+00

9+00 10+00

11+00

12+00

PC

: 1

0+

.5

PC: 11+19.42

PT

: 9

+2 0.

PT: 11+00.85

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 1/2

5 0 5:

JA

LL

EN

Z:

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SD

A

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ST

-U

SF

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BR

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EASTERN REGION

FR 78-0.39

LOWER DOGWAY FORK

STRUCTURE REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

DEWATERING PLAN

3/21/2025

C.SMITH

J.ALLEN

G.JUNTTILA

U28-04493

C-06

19 6

EXISTING WATER FLOW LINE

D O

G W

AY

F

O R

K

FR 78

DEWATERING PLAN

PROPOSED

STRUCTURE

STA. 10+00

FR 78

LIMITS OF EXISTING VENTED FORD

AND SPILLWAY TO BE REMOVED

EXISTING WATER FLOW LINE

CONSTRUCTION

CENTERLINE

SURVEY

CENTERLINE

REF PT "A" REF PT "B"

D O

G W

AY

F

O R

K

WATER PUMP AND

ASSOCIATED HOSES

DEWATERING PLAN SHOWN IS A SCHEMATIC; THE CONTRACTOR MUST SUBMIT A

DEWATERING PLAN TO THE FOREST SERVICE PRIOR TO STARTING ANY

INSTREAM ACTIVITIES AND IS INCIDENTAL TO "DEWATERING".

STREAM DIVERSION SHALL BE IN COMPLIANCE WITH PERMIT REQUIREMENTS.

ALL ITEMS INCLUDED IN PAY ITEM "DEWATERING".

DEWATERING NOTES:

COFFERDAM (TYP)

S17° 44' 44"E177.68'

S37° 05' 12"E 114.78' S57° 30' 35"E

18.57'

S64° 37' 26"E

204.51'

PC STA = 6+77.68

N = 458435.3570 E = 2147474.1342

PI STA = 8+00.37

N = 458318.5033 E = 2147511.5294

PT STA = 9+20.73

N = 458220.6295 E = 2147585.5152

= 19.34 R = 720.00' T = 122.69' L = 243.05'

PC STA = 10+35.50

N = 458129.0680

E = 2147654.7293

PI STA = 10+68.53

N = 458102.7246 E = 2147674.6431

PT STA = 11+00.85

N = 458084.9859

E = 2147702.4976 = 20.42

R = 183.32' T = 33.02' L = 65.35'

PC STA = 11+19.42

N = 458075.0104

E = 2147718.1618

PI STA = 12+07.56

N = 458027.6673 E = 2147792.5033

PT STA = 12+95.47

N = 457989.8958

E = 2147872.1358 = 7.11

R = 1417.81' T = 88.14'

L = 176.05'

6+00

7+00

8+00 9+00 10+00

11+00

12+00

13+00

14+00

PC

: 6

+7 7.

PC

: 1

0+

.5

PC: 11+19.42

PT

: 9

+2 0.

PT: 11+00.85

PT: 12+95.47

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 1/2

5 1 6:

JA

LL

EN

Z:

\U

-0

U

SD

A

FS

R 9 T

ST

-U

SF

S

BR

ID

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ID

IQ

F

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. 1

6-

BR

ID

GE

S\

DW

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L

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ER

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W

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\10

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G

EASTERN REGION

FR 78-0.39

LOWER DOGWAY FORK

STRUCTURE REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

PLAN OF SITE

3/21/2025

C.SMITH

J.ALLEN

G.JUNTTILA

U28-04493

C-07

19 7

GENERAL NOTES:

1. COORDINATE SYSTEM REFERS TO NAD83 WEST VIRGINIA STATE

PLANES, SOUTH ZONE, US FOOT. DATUM REFERS TO NAVD88.

2. REFERENCE POINTS "A" AND "B" REFER TO FINISH GRADE AT

CENTERLINE AT THE BACK FACE OF THE ABUTMENTS.

3. PROVIDE SMOOTH TRANSITION FROM EXISTING TO PROPOSED

ROADWAY AT REFERENCE POINTS "C" AND "D". FADE OR EXTEND

PROFILE SLIGHTLY AS REQUIRED.

4. SURVEY WAS COMPLETED BY KELLY SURVEYING FOR THIS PROJECT

ON 10-11-2024.

5. EXCAVATED STREAMBED MATERIAL SHALL BE STOCKPILED AND

PLACED INTO EXCAVATED LIMITS OF VENTED FORD AND SPILLWAY.

WORK INCLUDED WITH REMOVAL OF STREAM DEBRIS. EXCESS

STREAM MATERIAL SHALL BE USED AS ROAD EMBANKMENT

MATERIAL TO CONSTRUCT ROADWAY.

DESCRIPTION

HORIZONTAL AND VERTICAL CONTROL

LOCATION

STA / OFFSET NORTHING EASTING ELEVATIONPOINT

CP3

LEGEND

CP2

CP1 10+32.55, 3.6' RT 2147650.0768458129.2525 - NAIL

GENERAL PLAN OF SITE

PROPOSED

SLOPE STAKE LINE

(TYP)

P.O.E.

REF PT "D"

EXISTING VENTED FORD AND

SPILLWAY TO BE REMOVED

P.O.B.

REF PT "C"

REF

PT "A"

REF

PT "B"

SILT SOCK (TYP)

FR 78

CONSTRUCTION

11+83.17, 9.4' LT

10+30.78, 72.9' LT

REFERENCE POINTS

LOCATION

STATION NORTHING EASTING ELEVATIONPOINT

C D

B A

6+50.00

9+64.50 10+35.50

12+25.00

2952.28 2935.18 2951.87

SOIL EROSION CONTROL REQUIREMENTS

SEEDING WITH MULCH

AND/ OR MATTING

FACILITATES ESTABLISHMENT OF VEGETATIVE COVER.

EFFECTIVE FOR DRAINAGEWAYS WITH LOW VELOCITY.

EASILY PLACED IN SMALL QUANTITIES BY INEXPERIENCED

PERSONNEL. SHOULD INCLUDE PREPARED TOPSOIL BED.

EROSION MAT WITH NETTING IS PROHIBITED.

KEY DETAIL CHARACTERISTICS

RIPRAP USED WHERE VEGETATION IS NOT EASILY ESTABLISHED.

EFFECTIVE FOR HIGH VELOCITIES OR HIGH

CONCENTRATIONS. PERMITS RUNOFF TO INFILTRATE

SOIL. DISSIPATES ENERGY FLOW AT SYSTEM OUTLETS.

14 AGGREGATE COVER STABILIZES SOIL SURFACE THUS MINIMIZING EROSION.

PERMITS CONSTRUCTION TRAFFIC IN ADVERSE

WEATHER. MAY BE USED AS PART OF PERMANENT BASE

CONSTRUCTION OF PAVED AREAS.

54 SILT SOCK FILTERS AND DETAINS RUNOFF.

EXISTING WATER FLOW LINE

2147465.6983458461.7178

PROPOSED 16' WIDE

AGGREGATE BASE, GRADING D,

COMPACTION METHOD B

(TYP)

CLEARING AND GRUBBING,

DISPOSAL METHOD A (TYP)

PROPERTY OWNER:

MONONGAHELA

NATIONAL FOREST

2147654.7291458129.0679

2147809.2725458021.6493

2147611.9116458185.7104

EXISTING EDGE GRAVEL

CLEARING AND GRUBBING,

DISPOSAL METHOD A

(TYP)

CP4 8+29.60, 6.8' RT -

PROPERTY OWNER:

MONONGAHELA

NATIONAL FOREST

PROPERTY OWNER:

MONONGAHELA

NATIONAL FOREST

PROPERTY OWNER:

MONONGAHELA

NATIONAL FOREST

EXISTING EDGE GRAVEL

DOGWAY FORK

13 13

FR 78

16' 16'

16'

EXISTING WATER FLOW LINE

DOGWAY FORK

PROPOSED 16' WIDE

AGGREGATE BASE, GRADING D,

COMPACTION METHOD B

(TYP)

2951.57

NAIL

NAIL

NAIL

2147777.3910458050.1110 2147710.0082458176.7749 2147529.4474458293.2423

Feet 0 30 60

37 CHECK DAM CAN BE CONSTRUCTED ACROSS DITCHES OR ANY AREA

OF CONCENTRATED FLOW. A CHECK DAM IS INTENDED

TO REDUCE WATER VELOCITIES AND CAPTURE

SEDIMENT. A CHECK DAM IS NOT A FILTERING DEVICE.

CHECK DAMS (TYP.)

37 37373737373737

REMOVAL OF STREAM DEBRIS

LIMITS OF DISTURBANCE

PROPOSED

STRUCTURE

STA. 10+00

NOTE:

THE CONTRACTOR IS RESPONSIBLE TO SUBMIT AN EROSION AND

SEDIMENTATION CONTROL PLAN FOR APPROVAL BY THE CONTRACTING

OFFICER.

.6

6+00

.4

.1

.1

6+50

.9

.8

.6

.4

7+00

.5

.1

.6

.9

7+50

.9

.9

.5

.9

8+00

.3

.8

.3

.9

8+50

.3

.0

.2

.1

9+00

.5

.0

.3

.0

9+50

.6

.8

.9

.4

10+00

.1

.0

.3

.2

10+50

.0

.6

.4

.7

11+00

.0

.7

.9

.6

11+50

.9

.5

.3

.2

12+00

.8

.8

.4

12+50

.0

.7

13+00

PVI STA: 7+66.18

PVI ELEV: 2938.66

G.C.: 5.01% K: 26.00

LVC: 130.23

BV

C

S:

+0 0.

BV

C E:

6.

EV

C

S:

+3 1.

EV

C E:

3.

LOW PT STA: 7+00.97

LOW PT ELEV: 2936.71

PVI STA: 11+53.31

PVI ELEV: 2950.08

G.C.: 5.00% K: 26.16

LVC: 130.77

BV

C

S:

0+

.9

BV

C

E:

1.

EV

C

S:

2+

.7

EV

C

E:

1.

LOW PT STA: 11+53.26

LOW PT ELEV: 2950.89

PVI STA: 9+22.15

PVI ELEV: 2951.15

G.C.: -7.01% K: 12.00

LVC: 84.04

BV

C

S:

+8 0.

BV

C E:

7.

EV

C

S:

+6 4.

EV

C E:

1.

HIGH PT STA: 9+64.24

HIGH PT ELEV: 2951.57

PVI STA: 10+56.65

PVI ELEV: 2952.49

G.C.: -3.50% K: 12.10

LVC: 42.30

BV

C

S:

0+

.5

BV

C

E:

2.

EV

C

S:

0+

.8

EV

C

E:

1.

HIGH PT STA: 10+47.58

HIGH PT ELEV: 2952.34

3.00%

8.00%

1.00% -2.50% 2.50%2.55%

3.05%

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 1/2

5 1 6:

JA

LL

EN

Z:

\U

-0

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SD

A

FS

R 9 T

ST

-U

SF

S

BR

ID

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ID

IQ

F

Y2 4 D

ES

. 1

6-

BR

ID

GE

S\

DW

GS

\T

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1 -

L

OW

ER

D

OG

W

AY

\10

1 - L

OW

ER

D

OG

W

AY

.D W

G

EASTERN REGION

FR 78-0.39

LOWER DOGWAY FORK

STRUCTURE REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

PROFILE OF SITE

3/21/2025

C.SMITH

J.ALLEN

G.JUNTTILA

U28-04493

C-08

19 8

GENERAL PROFILE

PROPOSED ROAD PROFILE AT CL

EXISTING ROAD PROFILE AT CL

Q100 WSE = 2944.59'

OBS WSE = 2940.80'

10-11-2024

STREAM BED

EL 2940.15' (+/-)

@ STA. 10+00

REF PT "C"

P.O.B.

MATCH EXISTING

65.0'

CHANNEL

PROPOSED BRIDGE, CL STA 10+00:

71.5 FOOT (OVERALL LENGTH) SINGLE SPAN STEEL STRINGER

BRIDGE WITH TIMBER NAIL-LAM DECK ON CONCRETE

ABUTMENTS AND AND STEEL H-PILE FOUNDATIONS.

PROP. LOW CHORD

= 2947.59'

REF PT "A"

REF PT "D"

P.O.E.

MATCH EXISTING

REF PT "B"

EXISTING BRIDGE (TO BE REMOVED) CL STA 10+00.00:

74.8 FOOT (OVERALL LENGTH) x 13'-7" FOOT WIDE (O-O)

CONCRETE VENTED FORD CROSSING

(VENTED WITH 5 - 24"x36"Ø x 14'-6" CMP CULVERTS).

2940.70 2940.03

LIMITS OF EMBANKMENT,

PLACEMENT METHOD 1

LIMITS OF

STRUCTURAL

BACKFILL

Feet (Horizontal) 0 30 60

Feet (Verticall) 0 3 6

PROPOSED PROFILE @ CL

EXISTING PROFILE @ CL

STA. 9+38 STA. 10+61

STA. 9+46

STA. 10+54

STA. 9+31

STA. 10+70

1.00%

10+00

PC

: 1

0+

.5

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 1/2

5 1 6:

JA

LL

EN

Z:

\U

-0

U

SD

A

FS

R 9 T

ST

-U

SF

S

BR

ID

GE

ID

IQ

F

Y2 4 D

ES

. 1

6-

BR

ID

GE

S\

DW

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\T

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1 -

L

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D

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W

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\10

1 - L

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ER

D

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W

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.D W

G

EASTERN REGION

FR 78-0.39

LOWER DOGWAY FORK

STRUCTURE REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

PLAN OF STRUCTURE

3/21/2025

C.SMITH

J.ALLEN

G.JUNTTILA

U28-04493

C-09

19 9

EXISTING WATER FLOW LINE

D O

G W

AY

F

O R

K

Feet 0 30 60

PROP. LOW

CHORD = 2947.59'

BRIDGE ELEVATION

SILT SOCK (TYP)

FR 78

BRIDGE PLAN

16'-0"

CLEAR

18'-5"

DECK

O-O

PROPOSED SLOPE

STAKE LINE (TYP)

PROPOSED

STRUCTURE

STA. 10+00

CLEARING AND

GRUBBING, DISPOSAL

METHOD A (TYP)

PROPOSED 17.83' WIDE

AGGREGATE BASE,

GRADING D, COMPACTION

METHOD B

(TRANSITION TO 16' WIDTH)

(TYP)

FR 78

LIMITS OF EXISTING VENTED FORD

AND SPILLWAY TO BE REMOVED

EXISTING WATER FLOW LINE

CONSTRUCTION

CENTERLINE

SURVEY

CENTERLINE REF PT "A"

90°

OBJECT MARKER

SIGN (OM3-L)

71'-0" (OVERALL BRIDGE LENGTH - REF. PT. A TO REF. PT. B)

13'-0"

OBJECT MARKER

SIGN (OM3-R)

68'-4" (OVERALL DECK LENGTH)

RIPRAP, CLASS VI

(TYP. ALL QUADRANTS)

JOINT

SEALING

REF PT "B"

OBJECT MARKER

SIGN (OM3-R)

OBJECT MARKER

SIGN (OM3-L)

JOINT SEALING

D O

G W

AY

F

O R

K

12 SPA @ 5'-6" = 66'-0"4'-2"

68'-4" TL-1 BRIDGE CURB AND SCUPPER

NOTE:

1. DOWEL-LAM SLAB DECK, FULL WIDTH WEARING SURFACE, CURB, SCUPPERS, POSTS, AND ALL

HARDWARE SHALL BE INCLUDED AND BID INCIDENTAL WITH: TREATED STRUCTURAL TIMBER, DECK.

4'-2"

STREAM BED EL 2939.54 @ STA. 10+00

141'-7" TIMBER CURB (INCLUDING SLOPED TERMINALS) (TYP.)

TREATED STRUCTURAL TIMBER, DECK

Q100 WSE = 2944.59'

OBS WSE = 2940.80'

10-11-2024

PROPOSED

GRADE

1.5

AGGREGATE BASE,

GRADING D, COMPACTION

METHOD B (6")

LIMITS OF:

STRUCTURE

EXCAVATION

AND STRUCTURAL

BACKFILL

AGGREGATE BASE,

GRADING D, COMPACTION

METHOD B (6")

REMOVAL OF OLD STRUCTURE,

DISPOSAL METHOD A

STA. 9+38

3'-0"

(TYP.)

STA. 10+61

1.5

UNDERDRAIN SYSTEM, 6 INCH

INV EL = 2945.50

PLACED RIPRAP, CLASS VI

PROPOSED TOP OF RIPRAP

GRADE (RIPRAP NOT

SHOWN FOR CLARITY)(TYP)

2940.702940.03

W40x183

RIPRAP, CLASS VI

(FULL LENGTH OF STREAMBED MATERIAL

APPROX. 55' FROM BRIDGE FASCIA)

7'-0"

FIX

EXP

EXISTING VENTED FORD AND SPILLWAY

TO BE REMOVED ENTIRELY

20'-9"

(TYP.)

7'-0"

(TYP.)

EXISTING GRADE

4'-6"

REF PT "A"

4'-6"

SLOPED END SECTION TO BE

ADJUSTED TO A 10° ANGLE

(SE & SW QUAD ONLY)

REF PT "B"

15'-0"

(TYP.)

STA. 9+47 STA. 10+26

5'-8"

15'-6"

11'-6"

.5

20+00

.9

.0

20+50

.0

.9

21+00

.2

.9

21+50

.9

.9

22+00

.9

.5

22+50

.8

.9

23+00

.1

.2

.6

.5

23+50

.0

.9

.5

.4

24+00

.0

.2

.4

.2

24+50

.9

.0

.3

.1

25+00

.8

.0

.2

.7

25+50

.7

.4

26+00

.0

.5

26+50

.4

.6

27+00

.5

.9

27+50

1.83%

29352935 2940 2950

20+00

21+00

22+00

23+00

+0

25+00

26+00

27+00

28+00

BP: 2

0+

.00

PI: 2

0+

.27

PI: 2

0+49.26

PI: 2

0+73.90

PI: 21+05.75

PI: 2

1+

.15

PI

: 2

2+

.3

PI: 22+58.73

PI: 22+75.82

PI: 23+03.93

PI: 23+24.37

PI: 23+57.14

PI: 23+84.49

PI: 24+09.85

PI: 24+23.16

PI

: 2

4+

.9

PI: 24+98.13

PI

: 2

5+

.9

PI: 2

5+50.03

PI: 25+74.12

PI

: 2

6+

.7

PI: 2

6+

.73

PI

: 2

7+

.23

PI

: 2

7+

.5

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 1/2

5 0 5:

JA

LL

EN

Z:

\U

-0

U

SD

A

FS

R 9 T

ST

-U

SF

S

BR

ID

GE

ID

IQ

F

Y2 4 D

ES

. 1

6-

BR

ID

GE

S\

DW

GS

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1 -

L

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D

OG

W

AY

\10

1 - L

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ER

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W

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.D W

G

EASTERN REGION

FR 78-0.39

LOWER DOGWAY FORK

STRUCTURE REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

RIVER PROFILE

3/21/2025

C.SMITH

J.ALLEN

G.JUNTTILA

U28-04493

C-10

19 10RIVER PROFILE

PROPOSED RIVERBED PROFILE AT THALWEG

EXISTING RIVERBED PROFILE AT THALWEG

Q100 WSE = 2944.59'

OBS WSE = 2940.80'

10-11-2024

PROPOSED STREAM PROFILE

STA. 23+24, ELEV = 2938.16 2939.54

PROP. LOW

CHORD = 2947.59'

Feet (Horizontal) 0 30 60

Feet (Vertical) 0 3 6

NOTE: SEE DETAIL ON SHEET C-15.

STA. 25+74, ELEV = 2942.72

LIMITS OF REMOVAL AND

SALVAGE OF STREAM DEBRIS

Feet 0 30 60

REMOVAL AND

SALVAGE OF

STREAM DEBRIS

REMOVAL AND

SALVAGE OF

STREAM DEBRIS

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 1/2

5 1 3:

JA

LL

EN

Z:

\U

-0

U

SD

A

FS

R 9 T

ST

-U

SF

S

BR

ID

GE

ID

IQ

F

Y2 4 D

ES

. 1

6-

BR

ID

GE

S\

DW

GS

\T

AS

K

1 -

L

OW

ER

D

OG

W

AY

\10

1 - L

OW

ER

D

OG

W

AY

.D W

G

EASTERN REGION

FR 78-0.39

LOWER DOGWAY FORK

STRUCTURE REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

ABUTMENT PLAN

3/21/2025

C.SMITH

J.ALLEN

G.JUNTTILA

U28-04493

C-11

19 11

ABUTMENT PLAN VIEW

SCALE: NTS

CL

ROADWAY

ABUTMENT ELEVATION

SCALE: NTS

10'-2"

(11) EF062010 BARS @ 12" O.C. (21 TOTAL)

A ABUTMENT SECTION

SCALE: NTS

C-11 A

C-11 B

SYMMETRICAL ABOUT

EA

B

AR

S F.

F.

2"

O .C

EA

B

AR

S

B.

F.

2" O

.C

(11) ED041201 BARS @ 12" O.C. (21 TOTAL)

DESCRIPTION UNITS QUANTITY

ABUTMENT CUYD

WING WALL CUYD

17.07 21.01

TOTAL 46.97

SEE WINGWALL SECTION D

FLAT

REF. PT 'A' & 'B'

CONCRETE QUANTITIES - EAST ABUTMENT

20'-4"

15'

18'

1'-9"

1'-3"

5'

7'

3'

1'-3" 1'-3" 15'-4"

3'-113 4"

7'-63 4"

11'-61 2"

CL

ROADWAY

SYMMETRICAL

ABOUT

WINGWALL ELEVATION

SCALE: NTS

B WINGWALL SECTION

SCALE: NTS

ELEV. =

2940.03 (A)

2940.70 (B)

ELEV. =

2951.57 (A)

2952.28 (B) FLAT

2" CLEAR (TYP.)

EA062000 BARS

@ 12" O.C.

ED041201 BAR @ 12"

O.C. WITH SHAPE:

FRONT FACE

BACK

FACE

EF062010 BARS

@ 12" O.C.

STRUCTURAL

CONCRETE CLASS AE

7'-63 4"

2" CLEAR

(TYP.)

11" 67"

1'-3"

67"

3'-0"

2'-0"

1'-6"

EA062006 BARS

@ EQ. SPA.

EA062006 BARS @

EA. SIDE OF PILE

EA040203 BAR

(2) @ EACH PILE

EG042800 BAR

@ EACH PILE

4 5 6

1'-9"

1'-3"

3'-2" 4'-8" 4'-8" 4'-8" 3'-2"

15'-0"

(16) EF061910 BARS @ 12" O.C. (32 TOTAL)

(16) ED041201 BARS @ 12" O.C. (32 TOTAL)

FLAT

ELEV. =

2951.22 (A)

2951.91 (B)

ELEV. =

2940.03 (A)

2940.70 (B)

STEEL H-PILES,

FURN & DRIVEN

(TYP)

2" CLEAR (TYP.)

EA061708 BARS

@ EQ. SPA.

ED041201 BAR @ 12"

O.C. WITH SHAPE:

BACKFILL FACE

OUTSIDE

FACE

EF061910 BARS

@ 12" O.C.

STRUCTURAL

CONCRETE

CLASS AE

7'-63 4"

2" CLEAR

(TYP.)

11" 67"

1'-3"

67"

2'-6"

2'-0"

1'-3" 1'-3"

EA061708 BARS

@ 12" O.C.

EA061708 BARS @

EA. SIDE OF PILE

EA040203 BAR

(2) @ EACH PILE

EG042800 BAR

@ EACH PILE

STEEL H-PILES,

FURN & DRIVEN

(TYP)

1'-6"

1'-3"

ELEV. =

2947.59 (A)

2948.30 (B)

ELEV. SEAT=

2947.59 (A)

2948.30 (B)

ELEV. SEAT=

2947.59 (A)

2948.30 (B)

ELEV. =

2947.59 (A)

2948.30 (B)

1/2" FILLER (INCLUDED

IN WINGWALL LENGTH)

TO BEAM AND PILE

1'-3"1'-3"

1'-6"

3'-113 4"

OPTIONAL CONSTRUCTION JOINT

ABUTMENT BACKWALL CUYD

WING WALL TOPS CUYD

3.74 5.15

DESCRIPTION UNITS QUANTITY

ABUTMENT CUYD

WING WALL CUYD

17.07 21.01

TOTAL 46.97

CONCRETE QUANTITIES - WEST ABUTMENT

ABUTMENT BACKWALL CUYD

WING WALL TOPS CUYD

3.74 5.15

3"

3"

(4 ) E

A0

BA

R

S E.

F.

2"

O .C

3'-113 4"

(8 ) E

A0

BA

R

S E.

F.

2"

O .C

EA061408 BARS

@ 12" O.C.

FLAT

3' 1'

FLAT

ELEV. =

2951.57 (A)

2952.28 (B)

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/1 1/2

5 1 5:

JA

LL

EN

Z:

\U

-0

U

SD

A

FS

R 9 T

ST

-U

SF

S

BR

ID

GE

ID

IQ

F

Y2 4 D

ES

. 1

6-

BR

ID

GE

S\

DW

GS

\T

AS

K

1 -

L

OW

ER

D

OG

W

AY

\10

1 - L

OW

ER

D

OG

W

AY

.D W

G

EASTERN REGION

FR 78-0.39

LOWER DOGWAY FORK

STRUCTURE REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

STRUCTURE

DETAILS

4/11/2025

C.SMITH

J.ALLEN

G.JUNTTILA

U28-04493

C-12

19 12

7'-0"

7'-0"

A

A

3" RC TIMBER

WEARING SURFACE

6" DECK (NOM.)

SECTION AT SCUPPER

SCALE: NTS

SECTION A-A

SCALE: NTS

C L

RO

AD

W

AY

B

RI

DG

E

BEAM & DIAPHRAGM PLAN

SCALE: NTS

68'-5"

4'-8"

4'-8"

4'-8"

4" 16'-111 4"

STRUCTURAL STEEL, W40X183,

GALV, FURNISHED, FABRICATED,

AND ERECTED

BOLTED CONNECTIONS

PER DIAPHRAGM

CONNECTION DETAIL (TYP.)

DIAPHRAGM CONNECTION

SCALE: NTS

W40x183 STEEL STRINGER

MC18x42.7 DIAPHRAGM

1/2"

SP

A.

L4"x4"x12"x1/2"MC-18 - OMIT AT FASCIA

13/16"Ø HOLES FOR 3/4"Ø

A325 BOLTS (TYP.)

5/8" x 5" DM. HD. DR. SPIKE @ 12" O.C., PANEL SHIPLAP JOINT, (TYP.)

PANEL CONNECTION DETAIL

SCALE: NTS

DECK CONNECTION @ STEEL BEAMS

SCALE: NTS

W40x183

STEEL STRINGER

3/4" x 10" DM. HD. BOLT WITH (1) 3/4"

CUT WASHER & (1) 3/4" LOCK NUT, DECK

TO STRINGERS, FIELD DRILL, (TYP.)

6" TRANSVERSE

DECK PANELS, S2S1E

(5 1/2")

HCP 15 BRIDGE TIE ANCHOR

INSTALL 10d NAIL IN PROVIDED

HOLE AFTER BOLT INSTALLATION

(EACH BEAM, EACH PANEL, SPACE PER MFR)

CENTERLINE OF BEARING

(TYP.)

3/4"Ø x 30" ASTM A307

GALV. DM. HD. BOLTS

WITH HEX NUT AND

(1) MALLEABLE IRON

WASHER EA.

WEARING

SURFACE

BEARING LAYOUT PLAN VIEW (ABUT.)

SCALE: NTS

CL

ROADWAY

5" TO BEARING

3 SPA @ 4'-8" = 14'-0" ( TO STRINGER SPACING)

REF PT "A" OR "B"

11" x 8" x 3/4" BEARING PAD W/ SLOTTED HOLES (TYP.)

(2) 3/4" X 14" STAINLESS STEEL

THREADED ANCHOR BOLT WITH

(1) 3/4" CUT WASHER, AND NUT

STEEL STRINGER TO ABUTMENT,

10" EMBEDMENT, ADHESIVE

ANCHORED, TO BE INCLUDED

WITH "BEARING DEVICE" (TYP.)

13/16" HOLES AT ABUT. A (NO SLOTS),

13/16" x 2" SLOTS IN BEAM FLANGE AT ABUT. B

3" 3"

PLAIN ELASTOMERIC BEARING PAD

SCALE: NTS

13/16" x 2"

SLOTTED HOLES

(TYP.)

4"

4"

8"

2"3"3"21

2"

16"

2"

ELASTOMERIC BEARING

3/4" THICK

NOTE:

1. 50 DUROMETER RUBBER (MIN)

2. PROVIDE ADHESIVE TO PAD

UNDERSIDE PRIOR TO

PLACEMENT

END OF BEAM

(3) SPA.

@ 5"

4"

2"

2"

4" 4"

8"

4"

2"

2"

6" DECK (NOM.)

(2) 1"Ø x 14" ASTM A307 GALV.

DM. HD. BOLTS WITH HEX NUT

AND (1) MALLEABLE IRON

WASHER EA. (@ SPLICE)

3/4"Ø x 30" ASTM A307 GALV.

DM. HD. BOLTS WITH HEX

NUT AND (1) MALLEABLE

IRON WASHER EA.

3" 3"

3" 3"

3" 3"

FOUR (4) PADS TO HAVE

UNSLOTTED HOLES

3'-5" (TYP.)

2"

1"

8"

4"x123

8"

GLU-LAM CURB

16'-111 4" 16'-111

4" 16'-111 4" 4"

STRINGER DETAIL

SCALE: NTS

W40x183 STEEL STRINGER

3'-3"

1"

2"

2"

R1"

ABUTMENT JOINT DETAIL

SCALE: NTS

CONCRETE

BACK WALL

1" GAP

1/2"

JOINT SEALING

WABO FS BRIDGE SEAL

(FS-150)(OR SIMILAR)

(1-1/2" WIDTH)

(TERMINATE AT EXTENTS OF

TIMBER WEARING SURFACE)

3" RC LONGITUDINAL TIMBER WEARING SURFACE

5/16"X6" CERAMIC COATED GRK RSS FASTENERS

(OR EQUAL) SCREWS @ 12" O.C. STAGGERED.

RECESS SCREWS BELOW TOP OF WOOD.

1/2"

REFERENCE POINT

FIELD APPLIED

EPOXY ADHESIVE

(SUITABLE FOR

CONCRETE BOND)

FIELD APPLIED

EPOXY ADHESIVE

(SUITABLE FOR

WOOD BOND)

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 1/2

5 1 3:

JA

LL

EN

Z:

\U

-0

U

SD

A

FS

R 9 T

ST

-U

SF

S

BR

ID

GE

ID

IQ

F

Y2 4 D

ES

. 1

6-

BR

ID

GE

S\

DW

GS

\T

AS

K

1 -

L

OW

ER

D

OG

W

AY

\10

1 - L

OW

ER

D

OG

W

AY

.D W

G

EASTERN REGION

FR 78-0.39

LOWER DOGWAY FORK

STRUCTURE REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

EXCAVATION AND

BACKFILL PLAN

3/21/2025

C.SMITH

J.ALLEN

G.JUNTTILA

U28-04493

C-13

19 13

1.5

LIMITS OF: STRUCTURE EXCAVATION

AND STRUCTURAL BACKFILL

REMOVAL OF OLD STRUCTURE,

DISPOSAL METHOD A

PLACED RIPRAP, CLASS VI

PROPOSED TOP OF

RIPRAP GRADE (TYP)

REF PT

Feet 0 30 60

BRIDGE ELEVATION

FR 78

BRIDGE PLAN

REF PT

LIMITS OF:

STRUCTURE

EXCAVATION

EXISTING

GRADE

LIMITS OF:

STRUCTURE

EXCAVATION

LIMITS OF:

STRUCTURE EXCAVATION

(FLAT WORKABLE SURFACE)

3'-0" 3'-0"

3'-0"

3'-0"

PROPOSED TYPICAL SECTION AT ABUTMENT BACK

PROPOSED WINGWALL

LIMITS OF:

STRUCTURE

EXCAVATION

REMOVAL OF OLD STRUCTURE,

DISPOSAL METHOD A

3'-0"

(TYP.)1

1.5

1.5

PLACED RIPRAP, CLASS VI (TYP.)

LIMITS OF:

STRUCTURAL BACKFILL

LIMITS OF:

STRUCTURAL BACKFILL

EXISTING

GRADE

1:2

LIMITS OF:

EMBANKMENT,

PLACEMENT METHOD 1

LIMITS OF:

STRUCTURAL

BACKFILL

LIMITS OF:

EMBANKMENT,

PLACEMENT METHOD 1

LIMITS OF:

STRUCTURAL

BACKFILL

AGGREGATE BASE,

GRADING D, COMPACTION

METHOD B

(6")

PROPOSED SLOPE

STAKE LINE (TYP)

STA. 9+38 (A)

STA. 10+61 (B)

STA. 9+46 (A)

STA. 10+54 (B)

STA. 9+31 (A)

STA. 10+70 (B)

3'-0"

(TYP.)

STA. 9+31 (A)

STA. 10+70 (B)

STA. 9+38 (A)

STA. 10+61 (B)

STA. 9+46 (A)

STA. 10+54 (B)

REMOVAL OF OLD STRUCTURE,

DISPOSAL METHOD A

1:2

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 1/2

5 1 3:

JA

LL

EN

Z:

\U

-0

U

SD

A

FS

R 9 T

ST

-U

SF

S

BR

ID

GE

ID

IQ

F

Y2 4 D

ES

. 1

6-

BR

ID

GE

S\

DW

GS

\T

AS

K

1 -

L

OW

ER

D

OG

W

AY

\10

1 - L

OW

ER

D

OG

W

AY

.D W

G

EASTERN REGION

FR 78-0.39

LOWER DOGWAY FORK

STRUCTURE REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

SLOPED END CURB

TERMINAL DETAILS

3/21/2025

C.SMITH

J.ALLEN

G.JUNTTILA

U28-04493

C-14

19 14

SECTION A-A

4"

3/8"x81 2"x1'-7"

STEEL RAIL PLATE

4"x123

8"

CURB

8"

SCALE: NTS

A

A

4"x123

8"

GLU-LAM

CURB

W6x15 STEEL POST

2"

SECTION AT CURB POST

SCALE: NTSB

2"

3/4"Ø x 10" ASTM A307

GALV. DM. HD. BOLTS,

(1) MALLEABLE IRON

WASHER, AND NUT EA.

(3) 5" SPA.

W6x15 STEEL POST

SLOPED END TERMINAL DETAIL

SCALE: NTS

3'-0" 10'-0" 9'-11 9 16" 2'-1"

35'-0"

NOTE:

1. ALL CURB HEIGHT MUST BE 18" MIN.

2. THE END OF THE SLOPED END TERMINAL IS

PARTIALLY BURIED UNDER GROUND. THE

MAXIMUM HEIGHT ABOVE GROUND IS 4".

8°

W6x15 STEEL POST

(TYP.)

4"x123

8"

CURB

PROPOSED

ABUTMENT

10'-0"

SECTION AT ANGLED POST

SCALE: NTS

4"x123

8"

GLU-LAM

CURB

W6x15 STEEL POST

2"

(3) 5" SPA.

2"91

2"

2'-33 4"

8°

1'-51 2"

4"

2"

(TYP.)

2'-105 8"

3"

8"

(TYP.)

4"

(TYP.)

1-1/8"Ø HOLE

1"Ø D.H. BOLT 14" LONG

(TYP.)

3/8"

1'-51 8"

4" x 115

8" x 3/8" SPLICE GUSSET

8°

10°

FIELD ADJUST TO

MAINTAIN ALIGNMENT

WITH ROADWAY

END SPLICE H-PLATE ASSEMBLY

SCALE: NTS

SPLICE H-PLATE ASSEMBLY

SCALE: NTS

4"

2"

(TYP.)

1'-5 3 16"

3"

8"

(TYP.)

4"

(TYP.)

1-1/8"Ø HOLE

1"Ø D.H. BOLT 14" LONG

(TYP.)

1'-23 4"

2'-103 4"

3/8"

4" x 115

8" x 3/8" SPLICE GUSSET

POST TO RAIL PLATE

SCALE: NTS

1'-7"

2"

0.1'

2"

(TYP.)

5"

(TYP.)

13/16"Ø HOLE

3/4"Ø D.H. BOLT 10" LONG

(TYP.)

W6x15 STEEL POST

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 1/2

5 1 3:

JA

LL

EN

Z:

\U

-0

U

SD

A

FS

R 9 T

ST

-U

SF

S

BR

ID

GE

ID

IQ

F

Y2 4 D

ES

. 1

6-

BR

ID

GE

S\

DW

GS

\T

AS

K

1 -

L

OW

ER

D

OG

W

AY

\10

1 - L

OW

ER

D

OG

W

AY

.D W

G

EASTERN REGION

FR 78-0.39

LOWER DOGWAY FORK

STRUCTURE REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

REINFORCEMENT AND

MISCELLANEOUS

DETAILS

3/21/2025

C.SMITH

J.ALLEN

G.JUNTTILA

U28-04493

C-15

19 15

REINFORCEMENT

A a

BAR SHAPE

b a

D c

BAR LEGEND

a d

F c a b

EPOXY COATED REINFORCING STEEL LBS 9036

DESCRIPTION UNITS QUANTITY

REINFORCEMENT QUANTITIES

STREAM SIMULATED ROCK DETAIL

SCALE: NTS

PROPOSED

CONSTRUCTION

CENTERLINE

G

Ø21"

(5) SPIRALS

24-36" STONE

(PLACEMENT

INCLUDED IN ITEM:

REMOVAL OF STREAM

DEBRIS

(TYP.)

23+57

23+84

24+00

24+23

24+10

24+70

EXISTING RIVER

CENTERLINE

PROPOSED RIVER

CENTERLINE

OBJECT MARKER

SCALE: NTS

3'-0"

1'-0"

4'-0"

9"

3'-0"

9"

2'-0"

BEGIN/END

STRUCTURE

TOP OF ROAD

TOP OF

STRUCTURE/

GRND

INSIDE EDGE OF

BRIDGE RAIL OR

TRAVEL WAY

OBJECT MARKER

POST,

STEEL, 3 LB

(2 PIECE)

BOLT

BOLT

11'-0"

(MAX.)

2'-0" (MIN.)

4'-0" (MAX.)

BREAKAWAY CONNECTION

W/ (2) BOLTS)

SCALE: NTS

UNDERDRAIN OUTLET DETAIL

UNDERDRAIN SYSTEM,

6 INCH (TYP.)

(OUTLET ENDING AS

APPROVED

BY THE C.O., TYP. ALL

QUADRANTS)(SLOPE

TO DRAIN AWAY FROM

MINIMUM -1.0%)

PROPOSED

STREAM BED

WINGWALL (PER PLAN)

AT ABUTMENT ENDS

LIMITS OF:

STRUCTURE EXCAVATION

AND STRUCTURAL BACKFILL

1/8"/FT SLOPE

STREAMBED

AT TOE

PER PLAN

RIPRAP DETAIL

SCALE: NTS

2'-6"

ABUT

"A"&"B" 2943.20

3'-3"

2'-0"

PLACED RIPRAP, CLASS VI

3'-0"

3'-9"

STREAMBED 24-36" STONE

6"

STREAMBED ROCK

APPROXIMATE

EXISTING RIVER BANK

23+93

24+38

38' MIN.

PC

: 1

0+

.5

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 1/2

5 0 5:

JA

LL

EN

Z:

\U

-0

U

SD

A

FS

R 9 T

ST

-U

SF

S

BR

ID

GE

ID

IQ

F

Y2 4 D

ES

. 1

6-

BR

ID

GE

S\

DW

GS

\T

AS

K

1 -

L

OW

ER

D

OG

W

AY

\10

1 - L

OW

ER

D

OG

W

AY

.D W

G

EASTERN REGION

FR 78-0.39

LOWER DOGWAY FORK

STRUCTURE REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

SOIL BORINGS

3/21/2025

C.SMITH

J.ALLEN

G.JUNTTILA

U28-04493

C-16

19 16

B-2

SOIL BORINGS BY:

GEOTECH ENGINEERS, INC.

4031 ALLPORT CUTOFF

MORRISDALE, PA 16858

BORING DATES: OCTOBER 9, 2024

NUMBER IN OVALS DENOTE THE BLOWS PER 6 INCHES BY

USING A 2" O.D. SPLIT SPOON SAMPLER AND A 140 POUND

HAMMER FALLING 30". THE NUMBERS IN CIRCLES DENOTE

THE N60 VALUES IN BLOWS PER FOOT. WATER LEVELS MAY

BE INFLUENCED BY RESIDUAL BORING WATER.

THE SOIL BORING LOGS REPRESENT POINT INFORMATION.

PRESENTATION OF THIS INFORMATION IN NO WAY IMPLIES

THAT SUB-SURFACE CONDITIONS ARE THE SAME AT

LOCATIONS OTHER THAN THE EXACT LOCATION OF THE

BORING.

TOTAL SCOUR DEPTH SHOWN ON BORINGS IS

CONTRACTION AND ABUTMENT SCOUR CALCULATED WITH

HEC-RAS SOFTWARE WITHOUT SCOUR

COUNTERMEASURES IN PLACE. ABUTMENT SCOUR WAS

CALCULATED TO BE 1.13 FEET.

B.O.A. - BOTTOM OF ABUTMENT

P.B.E. - PREBORE ELEVATION

T.S. - TOTAL SCOUR

M.P.P. - MINIMUM PILE PENETRATION

E.P.P. - ESTIMATED PILE PENETRATION

STA 9+62

EL 2944.45

B-2

E.O.B. BORING TERMINATED AT 35.0 FEET

SAND, SOME GRAVEL, MEDIUM DENSE TO VERY DENSE, DAMP,

BROWN, LIGHT BROWN, GRAY, LIGHT GRAY, COLLUVIUM

2940.03 B.O.A. (WEST ABUTMENT)

B-1

2944.45

GRAVEL SOME SAND, VERY DENSE, WET, BROWN,

DARK BROWN, GRAY, LIGHT GRAY, BOULDERS

STA 10+24

EL 2944.16

B-1

E.O.B.

BORING TERMINATED AT 35.0 FEET

2944.16

SANDSTONE BOULDERS, DULL, SLIGHTLY WEATHERED, LAMINATED TO THIN

BEDDING, FLAT TO MODERATE DIP, JOINTED WITH RANDOM FRACTURES, LAMINATED

TO NARROW SPACING, TIGHT TO NARROW JOINT OPENINGS, BROWN, LIGHT BROWN,

GRAY, SAND WASHOUT AT 2.4' TO 2.5', RANDOM FRACTURE AT 2.8' TO 3.0'

CORE R1: REC: 74%, RQD: 68%

2940.70 B.O.A. (EAST ABUTMENT)

2913.00 M.P.P. ,E.P.P., & P.B.E. (WEST ABUTMENT)

FR 78

PROPOSED

STRUCTURE

STA. 10+00

FR 78

CONSTRUCTION

CENTERLINE

SURVEY

CENTERLINE

REF PT "A" REF PT "B"

STARTING CORING

SANDSTONE BOULDERS, DULL, SLIGHTLY WEATHERED TO WEATHERED, WASHED

OUT SAND AT SEAMS, INDISTINCT BEDDING, MODERATE TO STEEP DIP, FRACTURED,

NARROW TO CLOSE SPACING, OPEN JOINT OPENINGS, BROWN, LIGHT BROWN, GRAY

CORE R2: REC: 48%, RQD: 0%

2939.16

2934.16

2929.16

2924.16

CORE R3: REC: 46%, RQD: 17%

CORE R4: REC: 64%, RQD: 16%

CORE R5: REC: 40%, RQD: 0%

2920.36

2916.56

2909.16

CLAYSTONE, DULL, WEATHERED, INDISTINCT TO THIN BEDDING, MODERATE TO

STEEP, BEDDING JOINTS WITH FRACTURE ZONES, NARROW TO CLOSE SPACING,

NARROW TO OPEN JOINT OPENINGS, LIGHT BROWN, RED-BROWN, RED

CORE R6: REC: 92%, RQD: 39%

SHALE, DULL, SLIGHTLY WEATHERED TO WEATHERED, LAMINATED BEDDING,

SHALLOW TO STEEP DIP, JOINTED WITH BEDDING JOINTS, NARROW SPACING,

NARROW TO OPEN JOINT OPENINGS, BROWN, GRAY

CORE R7: REC: 100%, RQD: 70%

2938.85

2921.45 2920.45

2918.85

2914.25

2909.85

GRAVEL TRACE SAND, VERY DENSE, WET, BROWN, GRAY, BOULDERS

SHALE, DULL, SLIGHTLY WEATHERED TO WEATHERED, LAMINATED TO THIN BEDDING, SHALLOW TO MODERATE DIP, JOINTED WITH BEDDING JOINTS, NARROW SPACING, NARROW TO OPEN JOINT OPENINGS, GRAY

CORE R1: REC: 90%, RQD: 0%

STARTING CORING

SHALE, DULL, SLIGHTLY WEATHERED TO WEATHERED, LAMINATED TO THIN BEDDING, SHALLOW TO STEEP DIP, JOINTED WITH FRACTURE ZONES AT CLAY SEAMS, NARROW SPACING, NARROW JOINT OPENINGS, RED-GRAY

CORE R2: REC: 80%, RQD: 40%

SHALE, DULL, SLIGHTLY WEATHERED, LAMINATED TO THIN BEDDING, FLAT DIP, JOINTED, LAMINATED SPACING, TIGHT TO NARROW JOINT OPENINGS, RED-GRAY

CORE R3: REC: 88%, RQD: 55%

50/4

50/2

50/2

50/2

50/1

50/1

2916.00 M.P.P. ,E.P.P., & P.B.E. (EAST WINGWALLS)

2911.00 M.P.P. ,E.P.P., & P.B.E. (EAST ABUTMENT)

2918.00 M.P.P. ,E.P.P., & P.B.E. (WEST WINGWALLS)

6+50.00

0 10 20 30 40 50 600-10-20-30-40-50-60

6+75.00

0 10 20 30 40 50 600-10-20-30-40-50-60

7+00.00

0 10 20 30 40 50 600-10-20-30-40-50-60

7+25.00

0 10 20 30 40 50 600-10-20-30-40-50-60

7+50.00

0 10 20 30 40 50 600-10-20-30-40-50-60

7+75.00

0 10 20 30 40 50 600-10-20-30-40-50-60

8+00.00

0 10 20 30 40 50 600-10-20-30-40-50-60

8+25.00

0 10 20 30 40 50 600-10-20-30-40-50-60

El ev

: 2

4.

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El ev : 2

4.

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3.

El ev

: 2

4.

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El ev

: 2

5.

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El ev

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-4.0%

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El ev

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6.

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El ev

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El ev

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El ev

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9.

O ff:

0.

El ev

: 2

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-4.0%

-3.0:1 -4.0% -3.0:1

El ev

: 2

1.

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0.

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El ev

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0.

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-4.0%

-3.0:1 -4.0%

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El ev

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0.

-4.0%

-3.0:1

-4.0%

-3.0:1

-3.0:1

-3.0:1

-3.0:1

-3.0:1

ELEV: 2934.68

ELEV: 2935.43

ELEV: 2936.18

ELEV: 2937.03

ELEV: 2938.12

ELEV: 2939.45

ELEV: 2941.02

ELEV: 2942.83

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 1/2

5 0 5:

JA

LL

EN

Z:

\U

-0

U

SD

A

FS

R 9 T

ST

-U

SF

S

BR

ID

GE

ID

IQ

F

Y2 4 D

ES

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6-

BR

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L

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ER

D

OG

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1 - L

OW

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EASTERN REGION

FR 78-0.39

LOWER DOGWAY FORK

STRUCTURE REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

CROSS SECTIONS

3/21/2025

C.SMITH

J.ALLEN

G.JUNTTILA

U28-04493

C-17

19 1710 FT

10 FT

8+50.00

8+75.00

0 10 20 30 40 50 600-10-20-30-40-50-60

9+00.00

0 10 20 30 40 50 600-10-20-30-40-50-60

9+25.00

0 10 20 30 40 50 600-10-20-30-40-50-60

9+50.00

0 10 20 30 40 50 600-10-20-30-40-50-60

10+50.00

0 10 20 30 40 50 600-10-20-30-40-50-60

10+75.00

0 10 20 30 40 50 600-10-20-30-40-50-60

El ev

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3.

53-4.0%

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69 El ev

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6.

72 El ev

: 2

0.

O ff:

0.

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0.

O ff:

9.

El ev : 2

5.

63-4.0%

-2.0:1

-4.0%

-2.0:1

El ev

: 2

2.

O ff:

-9 .4

El ev : 2

1.

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5.

El ev

: 2

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O ff:

0.

El ev : 2

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-4.0%

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-4.0%

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1.

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60 El ev

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6.

71-4.0%

-3.0:1

-4.0%

-3.0:1

ELEV: 2944.82

ELEV: 2946.82

ELEV: 2948.67

ELEV: 2950.01

ELEV: 2950.83

ELEV: 2951.83

ELEV: 2951.50

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 1/2

5 0 5:

JA

LL

EN

Z:

\U

-0

U

SD

A

FS

R 9 T

ST

-U

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L

OW

ER

D

OG

W

AY

\10

1 - L

OW

ER

D

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W

AY

.D W

G

EASTERN REGION

FR 78-0.39

LOWER DOGWAY FORK

STRUCTURE REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

CROSS SECTIONS

3/21/2025

C.SMITH

J.ALLEN

G.JUNTTILA

U28-04493

C-18

19 1810 FT

10 FT

11+00.00

11+25.00

0 10 20 30 40 50 600-10-20-30-40-50-60

11+50.00

0 10 20 30 40 50 600-10-20-30-40-50-60

11+75.00

0 10 20 30 40 50 600-10-20-30-40-50-60

12+00.00

0 10 20 30 40 50 600-10-20-30-40-50-60

12+25.00

0 10 20 30 40 50 600-10-20-30-40-50-60

El ev

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48 El ev

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: 2

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El ev

: 2

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: 2

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-4.0% -3.0:1

-4.0% -3.0:1

El ev

: 2

0.

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-9 .7

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0.

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-1 7.

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0.

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: 2

0.

O ff:

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El ev : 2

0.

O ff:

9.

El ev : 2

1.

-4.0% 2.0:1

-4.0% 2.0:1

El ev

: 2

0.

O ff:

-9 .7

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0.

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-1 9.

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1.

El ev

: 2

0.

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0.

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0.

-4.0%2.0:1 -4.0%

2.0:1

El ev

: 2

1.

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1.

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-1 1.

El ev : 2

1.

El ev

: 2

1.

O ff:

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El ev : 2

1.

O ff:

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El ev

: 2

1.

-4.0%2.0:1 -4.0%

2.0:1

ELEV: 2950.91

ELEV: 2950.52

ELEV: 2950.38

ELEV: 2950.47

ELEV: 2950.81

ELEV: 2951.37

-3.0:1-3.0:1

-3.0:1 -3.0:1

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 1/2

5 0 5:

JA

LL

EN

Z:

\U

-0

U

SD

A

FS

R 9 T

ST

-U

SF

S

BR

ID

GE

ID

IQ

F

Y2 4 D

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6-

BR

ID

GE

S\

DW

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L

OW

ER

D

OG

W

AY

\10

1 - L

OW

ER

D

OG

W

AY

.D W

G

EASTERN REGION

FR 78-0.39

LOWER DOGWAY FORK

STRUCTURE REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

CROSS SECTIONS

3/21/2025

C.SMITH

J.ALLEN

G.JUNTTILA

U28-04493

C-19